815CM3041 LINC Bid Set Bk-10.pdf
PDF 16 MB Posted
- Solicitation number
- 36C78624B0005
About this file
This document provides details on a federal construction contract opportunity for renovation, improvements, and repairs projects at the Long Island National Cemetery. The solicitation number is 36C78624B0005 and is seeking bids for Project No. 815CM3041 to address renovations, improvements, and repairs at the cemetery. The pre-solicitation opportunity is being conducted by the Department of Veterans Affairs National Cemetery Administration. Bids are due based on the details provided in the 16MB LINC Bid Set Bk-10.pdf file related to the required scope of work, specifications, terms, and conditions for the construction services sought under this contract award.
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2'-0"
90.44'
93.90'
91.67'
1'-9 1/2"
2' -1
0"
EQ.
EQ.
1'-0"
6'-9"± VIF
3"
3' -6
3'-3" 3'-3" 3'-3" 3'-3"
13'-0" 4"
3/
4"
4" MAX., TYP.
1'-9 1/2"
3' -6
8"
1 1/2" DIA. PIPE
TOP RAIL
1 1/2" DIA. PIPE
BOTTOM RAIL
4"
SET POST AND
SLEEVE IN EXTERIOR
GRADE ANCHORING
CEMENT
1" DIA. PIPE
PICKET RAIL
1 1/2"
MIN.
3" DIA. COVER
FLANGE
EXISTING
CONCRETE
WALL
1 1/2" DIA.
PIPE
METAL
BRACKET
SUPPORT
91.03'
93.90'
1'-3"
Revisions Date
Drawing Title Project Title
Drawn
Location
Date
4 5 6 7 8 9
1 4 7 9
A B
C D
F
B D
E F
NATIONAL
CEMETERY
ADMINISTRATION
Approved:
Approved:
Building Number Checked
Project No.
DRAWING NO.
Dwg. Of
1 2
2 3 5 6 8
E
A C
© COPYRIGHT 2023, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
May 22, 2023
Final Construction Documents - Issued for Construction
PUBLIC INFORMATION CENTER:
PROPOSED ELEVATION
AE-231
1 WEST ELEVATION
1/4" = 1'-0"
0 1' 2' 4' 6'
NEW STOREFRONT DOOR AND WINDOWS
NEW DOUBLE HUNG ALUMINUM CLAD WOOD WINDOW
4 NORTH ELEVATION
1/4"=1'-0"
3 SOUTH ELEVATION
1/4" = 1'-0"
2 EAST ELEVATION
1/4" = 1'-0"
NEW RAMP, STAIR, COMPOSITE WOOD DECK, AND RAILING,
TYP. SEE DRAWING AE-232 FOR DETAILS AND BASIS OF
DESIGN.
3B
2X
2Z2Y
2W 3D
2S
2R
2Q
2D
3F
3C
2U
2T
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2K
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2C
2B
2VW
3A
KEY
NEW CONCRETE STEPS, RAILING AND LANDING. SEE AE-232
FOR RAILING BASIS OF DESIGN.04
PAINT HATCH DOOR. COLOR: P-11, SEE FINISH SCHEDULE.05
NEW 1 1/2" DIA. SCHEDULE 40 ALUMINUM PIPE HANDRAIL,
POWDER COATED BLACK, P-1006
NEW ALUMINUM ENTRANCE CANOPY AND POSTS. SEE SPEC
SECTION 05 51 20 AND DRAWING AE-232 FOR BASIS OF
DESIGN.
PREP AND PAINT ALL EXPOSED STEEL LINTELS P-11, SEE
FINISH SCHEDULE AE-805.08
9 AREAWAY HANDRAIL ELEVATION
1/2"=1'-0"
AE-231
AREAWAY
FW, MS FW, MS
7 GUARDRAIL ELEVATION
1/2" = 1'-0"
5 NORTH ELEVATION THROUGH AREAWAY
1/4"=1'-0"
TYPICAL CONSTRUCTION NOTES
1. SEE SHEET A-001 FOR ALL GENERAL NOTES AND HAZARDOUS
MATERIALS NOTES FOR THIS PROJECT, TYPICAL.
2. UNLESS OTHERWISE NOTED, PAINT ALL EXTERIOR DOORS,
DOOR / WINDOW FRAMES AND WOOD TRIMS. COLOR: P-11,
SEE FINISH SCHEDULE AE-805.
PAINT ALL BASEMENT / CRAWL SPACE METAL VENT GRILLES
AND COVER PLATES, VIF. COLOR: P-11, SEE FINISH SCHEDULE.0909
09 09
NEW HM DOOR AND FRAME.10
NEW ALUMINUM CLAD WOOD WINDOW11
STAIR D
STAIR B
STAIR C
STAIR A
STAIR A
STAIR C
PAINT EXISTING METAL RAILING, COLOR: P-10, SEE FINISH
SCHEDULE.12
NEW METAL GUARDRAIL AND HANDRAIL. USE ALL
SCHEDULE 40 HOT DIPPED GALVANIZED STEEL, POWDER
COATED BLACK, P-10, SEE FINISH SCHEDULE. WELD ALL
CONNECTIONS.
8 GUARDRAIL DETAIL
1 1/2" = 1'-0" 6 HANDRAIL DETAIL
3" = 1'-0"
AE-231
NEW CONCRETE LANDING. SEE STRUCTURAL DRAWINGS
FOR DETAILS.14
HANDRAIL
BRACKET, TYP.,
SEE 6/AE-231
NEW COPPER CHIMNEY CAP. SUBMIT SHOP DRAWINGS FOR
APPROVAL.15
15 PAINT ALL EXTERIOR WOOD TRIMS TO REMAIN, P-11, SEE
FINISH SCHEDULE AE-805.16
NEW COPPER FLASHING AT CHIMNEY AND CRICKET.17
08 08
NEW ROOF MOUNTED EXHAUST FAN. PROVIDE CURB AND
FLASHING. SEE MECHANICAL DRAWINGS AND AE-800 FOR
DETAILS.
4 1/2" RADIUS
1" DIA. PICKET RAIL
1 1/2" DIA.
PICKET RAIL
SEE 8/AE-231 EMBEDMENT DETAIL, SIMILAR.19
AE-231
1 1/2" DIA. TOP RAIL
KEYNOTES
1 1/2" DIA. BOTTOM RAIL
1 1/2" DIA.
MID RAIL
NEW 12" X 12" LOUVER, SEE MECHANICAL DRAWINGS.20
NEW WALL SCONCE. INSTALL AT LOCATION SHOWN. SEE
ELECTRICAL DRAWINGS FOR SPECIFICATIONS21
TYP.
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DN DN
DN
'-9
" R
AM
P
:1 S
LO
PE
'-9
" R
AM
P
:1 S
LO
PE
EQ
EQ
4" 4"
4"
8' -0
11'-2"
3'-6 1/4"3'-6 1/4"3'-6 1/4"3"
1' -0
4"
1' -0
5'-0"
2' -8
2' -8
3 1/2" 3 1/2"
3' -1
1"
6'-10"
3' -1
1"
2'-2 3/4"
2'-2 3/4"
5' -6
4'-10 1/2"4'-10 1/2"
3 1/2"3 1/2"
4"
3 1/2"
5' -0
/2
5'
-0
5' -0
4' -1
4'
-1
4"
90.44'
93.90'
91.67'
90.44'
5' -0
5'
-0
5' -0
/2
1/
2"
93.90'
(1) 2X10
(1) 2X10
G
F
E
D
C
B
A
3 4
7 8
'-0
" C O
N
CR
ET
E
RA
M
P 3'
-6
/2
8'-9"
1'-6 1/2" 1'-6 1/2"
3'-7 1/2" 3'-7 1/2"
1' -6
/2
3'
-6
/2
'-0
'-0
2' -1
1/
2"
6' -3
9'-5"
(2) 2X10
(2) 2X10
(2) 2X10
(2) 2X10
(2) 2X10
(2 ) 2
X1
(2 ) 2
X1
(2) 2 X10(2) 2X10
(2 ) 2
X1
(2 ) 2
X1
(2 ) 2
X1
(2 ) 2
X1
(2 ) 2
X1
(2 ) 2
X1
/2
1'-2 3/4"
/2
6 3/4"
4'-10 1/2"
4'-10 1/2"
4' -7
10 1/2"10 1/2"
3"3"
1' -3
8' -0
2' -1
1/
2"
EDGE OF EXISTING
MASONRY OPENING TO
EDGE OF CONCRETE PORCH
90.44'
93.90'
91.67'
91.67'
93.90'
6"
LINE OF EXISTING BUILDING
OVERLAP FASCIA
BOARD 6" BEYOND
BUILDING LINE
FASCIA BOARD
BEYOND
1'-0"
1'-0"
3' -0
3' -0
LEGEND
Revisions Date
Drawing Title Project Title
Drawn
Location
Date
4 5 6 7 8 9
1 4 7 9
A B
C D
F
B D
E F
NATIONAL
CEMETERY
ADMINISTRATION
Approved:
Approved:
Building Number Checked
Project No.
DRAWING NO.
Dwg. Of
1 2
2 3 5 6 8
E
A C
© COPYRIGHT 2023, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
May 22, 2023
Final Construction Documents - Issued for Construction
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PUBLIC INFORMATION CENTER:
EXTERIOR RAMP & CANOPY
ENLARGED PLANS & DETAILS
AE-232
1 RAMP AND STEPS ENLARGED PLAN
3/8" = 1'-0"
05 HELICAL PILE FOUNDATION AT RAMP, TYPICAL. ALL LAYOUT
DIMENSIONS AND DEPTH SHALL BE COORDINATED TO
MANUFACTURER'S FINAL APPROVED SHOP DRAWINGS. REFER
TO AE-233 FOR PILE AND WOOD CONNECTOR SPECIFICATIONS.
IK, FW FW
2 FRAMING PLAN
3/8" = 1'-0"
06 DOWNSPOUT LOCATION FOR CANOPY, SLOPE CANOPY W-PAN
ROOF DECKING AND GUTTER AS REQUIRED FOR DRAINAGE.
OVERFLOW SCUPPER MAY BE LOCATED 4 FEET AWAY.
3 RAMP AND STAIR ELEVATION
3/8" = 1'-0"
NEW CONCRETE STAIR AND LANDING. SEE DRAWING
4/AE-233 FOR DETAILS
42" MIN. HIGH GUARDRAIL, TYP.
NEW COMPOSITE WOOD RAMP AND DECK, SUPPORTED BY
WOOD STRUCTURAL BEAMS AND HELICAL PILES, TYP.
02 02
GUARDRAIL POST, TYP., ANCHOR INTO WOOD BLOCKING OR
CONCRETE PER MANUFACTURER'S SPECIFICATIONS.
12 01
1-3/8" DIAMETER ALUMINUM HANDRAIL, POWDER COATED
WHITE. INSTALL AT 36" A.F.F. TYP.
CONCRETE RAMP, REFER TO CIVIL DRAWINGS FOR DETAILS.10
NOTE:
1. SEE AE-233 FOR HELICAL PILE SPECIFICATION AND WOOD
CONNECTOR PLATE CAP.
AE-232
1. SEE GENERAL AND HAZMAT NOTES ON SHEET A-001.
2. FOR ALUMINUM ENTRANCE CANOPY, DECK, RAMP, STAIR
BOARDS, ALUMINUM POSTS, RAILINGS AND ADA HANDRAIL,
SEE PRODUCT SCHEDULE ON THIS SHEET.
3. ALL DECK AND RAMP WOOD FRAMING MEMBERS SHALL BE
PRESSURE TREATED #1 HEM FIR.
4. REFER TO DRAWING S-203 FOR DECK JOIST BUTT
CONNECTIONS TO BEAMS, BEAM CONNECTIONS TO OTHER
BEAMS, AND LEDGER CONNECTION DETAILS.
NOTES
11 2X10 WOOD JOISTS AT 16" O.C.
1/2" X 11 3/4" COMPOSITE WOOD FASCIA BOARDS AT ALL
EXPOSED RAMP, STAIR AND DECK VERTICAL SURFACES, TYP.
PROVIDE BLOCKING PER MANUFACTURER SPECIFICATIONS
14 2X FRAMING FOR RAMP COMPOSITE WOOD FASCIA BOARDS,
16" O.C. TYP.
AE-232
4 RAMP SECTION
3/8" = 1'-0"
STAIR D
AE-233
07 07
3 7/8"Spacing 5/8" Baluster
SEE PLAN
2 11/16"End Space
Flat Cap 1¾" x 1-3/8" Top Rail
1¾" x 1¼" Bottom Rail
2"
5 TYPICAL GUARDRAIL SECTION
NTS
4" Base Cap
2" Heavy Duty Post
37-3/8"
42" 43"
DN DN
HIGH POINT AT CONCRETE RAMP. REFER TO CIVIL DRAWINGS
FOR DETAILS.
COMPOSITE FASCIA OVER CONCRETE RAMP, TYP.
NEW ALUMINUM ENTRANCE CANOPY WITH ALUMINUM
POSTS.
05 05
AE-233
15 ALUMINUM POST FOR CANOPY, TYPICAL.
15 15
TYP.
PRODUCT SCHEDULE
MANUFACTURER MODEL NO. SIZE FINISH COLOR REMARKSITEM / LOCATION
ENTRANCE CANOPY /
PUBLIC INFORMATION CENTER
UPSIDE
INNOVATIONS
POWDER COATED WHITESEE PLANS AND
ELEVATIONS
SEE SPEC SEC.
05 51 20
DECK, RAMP AND STAIR BOARDS /
PUBLIC INFORMATION CENTER AND
DIRECTOR'S LODGE
TIMBERTECH
AZEK
WEATHERED TEAK1X6 BOARDSVINTAGE
COLLECTION --
ALUMINUM POSTS, RAILING AND ADA
HANDRAIL /
PUBLIC INFORMATION CENTER AND
DIRECTOR'S LODGE
WESTBURY
ALUMINUM
RAILING
SEE PLANS AND
ELEVATIONS
LIBERTY SERIES
S10
DIGGER
SPECIALTIES
POWDER COATED WHITE
AE-233
AE-117
AE-117
SIM
AE-117
AE-117
AE-117
AE-117
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DN
6' -6
5'-0"
CONCRETE
LANDING1'-0"
3'-8"
CONCRETE
STAIR
5R @ 6.88" 4T @ 12"
93.90'
90.44'
7' -4
/2
A B 6'-3"
6"
8 1/2"8 1/2"
3' -0
3' -0
" 1'-0"
ALUMINUM CANOPY
ALUMINUM POST
ADA HANDRAIL
GUARDRAIL
91.03'
93.90'
3' -0
1'-0"
1'-0"
3' -0
ADA HANDRAIL
GUARDRAIL
GUARDRAIL
3"
BUILDING LINE
7/
8"
1"
7/
8"
NEW CONCRETE
STEPS
SEE STRUCTURAL DRAWINGS
FOR FOOTING AND
REINFORCEMENT DETAILS
2' -1
1/
2" V
IF
EXISTING
BRICK
MASONRY
BUILDING
1'-0"
SEE STRUCTURAL
DRAWINGS FOR FOOTING
AND REINFORCEMENT
DETAILS
4"4"
EXISTING
GRADE
EXISTING
GRADE
GUARDRAIL
POST, TYP.
GUARDRAIL
POST, TYP.
DN DN
8' -0
N
EW
C
O N
CR
ET
E
LA
N
DI
N G
11'-2"
6R
.9
2"
T
2"
91.05'
A
4' -7
N
EW
C
O N
CR
ET
E
ST
AI
R
93.90'
1' -3
4'-10 1/2"
B
7 8
1' -0
DOWNSPOUT LOCATION
FOR CANOPY
1'-0"
1"
SEE STRUCTURAL DRAWINGS
FOR FOOTING AND
REINFORCEMENT DETAILS
NEW CONCRETE
STEPS AND
LANDING
CONCRETE
SIDEWALK, SEE
CIVIL DRAWINGS
3' -5
/2
" V
IF
A
10 1/2"
B
7/
8"
10 1/2"
SEE STRUCTURAL
DRAWINGS FOR FOOTING
AND REINFORCEMENT
DETAILS
EXISTING GRADE
6"
10 1/2"10 1/2"
4" SQUARE
ALUMINUM CANOPY
POST, STAINLESS STEEL
ANCHORS AND BASE
PLATES SUPPLIED BY
MANUFACTURER
EXISTING BRICK
MASONRY
BUILDING
GWB
EXISTING
MASONRY WALL
10 1/2"
4 1/2"
ALUMINUM
STOREFRONT WITH 1"
LOW-E INSULATED GLASS
VIF
3"
ALUMINUM
CANOPY
CANOPY POST,
SEE 3/AE-233
2"
BUILT IN GUTTER.
PROVIDE DRAINAGE
AT CANOPY POST
A8 ONLY
DN 1/8" PER FT
1'-0"
1/2" EXPANSION JOINT,
PROVIDE BACKER ROD &
SEALANT. REFER TO SPEC
SECTION 07 92 00
NEW CONCRETE
LANDING, SEE
STRUCTURAL
DRAWINGS
13/32"
3/8" X 1 3/16"
13/32"
1/4"
M
IN
. 6
M
IN
. 8 4" un til be ar in g ca pa ci ty is re ac he d
Factory-welded helix with a thickness of 0.5" Steel: CSA G40.21 Galvanization ASTM A123
HELICAL PILE HELIX DIAMETER SHALL BE
PROPORTIONED BY THE MANUFACTURER TO
RESIST 3,500 POUND COLUMN VERTICAL
REACTION, AND SHALL BE MEASURED/ VERIFIED
DURING CONSTRUCTION BY A CERTIFIED
INSTALLER. INCREASE IN HELIX DIAMETER OR
DEPTH AS REQUIRED TO ACHIEVE LOAD CAPACITY,
AT NO ADDITIONAL COST TO THE GOVERNMENT
Pile cap ( see Detail 10 ) UAS-P3
Circular section HSS round outside diameter:
3.5" x 0.3" Steel: ASTM A500 grade C Galvanization ASTM A123
Polyethylene green sleeve
Finish Grade
Basis of Design: Techno Metal Post Helical Piles Model P3-HD.
Revisions Date
Drawing Title Project Title
Drawn
Location
Date
4 5 6 7 8 9
1 4 7 9
A B
C D
F
B D
E F
NATIONAL
CEMETERY
ADMINISTRATION
Approved:
Approved:
Building Number Checked
Project No.
DRAWING NO.
Dwg. Of
1 2
2 3 5 6 8
E
A C
© COPYRIGHT 2023, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
May 22, 2023
Final Construction Documents - Issued for Construction
PUBLIC INFORMATION CENTER:
EXTERIOR RAMP & CANOPY
ENLARGED PLANS & DETAILS
AE-233
2001 IK, FW FW
1 ENLARGED STAIR 'A' PLAN
3/8" = 1'-0"
8 STAIR 'A' ELEVATION
3/8" = 1'-0" 7 STAIR 'D' & CANOPY ELEVATION
3/8" = 1'-0"11 STAIR 'A' SECTION
1" = 1'-0"
2 STAIR 'A' SECTION
1" = 1'-0"
AE-233
AE-233
AE-233
9 STAIR 'D' SECTION
1" = 1'-0"
4 ENLARGED STAIR 'D' PLAN
3/8" = 1'-0"
5 STAIR 'D' LANDING SECTION
1" = 1'-0"
4" X 4" X 0.125" CANOPY POST
8"X 8" X 1/2" CANOPY
POST FOOTPLATE
FOOTPLATES SHALL BE
ANCHORED TO CONCRETE
WITH (4) 5/8" X 5" STAINLESS
STEEL CONCRETE ANCHORS
(4) 1/4" GUSSETS
3 CANOPY BASE
NTS
AE-233
AE-233
6 CANOPY AND ENTRANCE DETAIL
1 1/2" = 1'-0"
LVT
EXISTING WOOD
SUBFLOOR, 1/2" MIN., VIF
SCHLUTER VINPRO-S EDGE
TRANSITION STRIP. RUN FULL
LENGTH OF STOREFRONT
OPENING.
BACKER ROD AND
SEALANT, MATCH
LVT COLOR
WALL
BEYOND
2"
EXISTING
MASONRY WALL
ADA COMPLIANT ALUMINUM
RAMP BY NATIONAL GUARD.
COVER LVT EDGE MIN. 2", VERIFY
WIDTH IN FIELD, SUBMIT SHOP
DRAWINGS FOR APPROVAL
10 HELICAL PILE WOOD CONNECTOR
NTS
CANOPY
POSTS
3" DEEP NON-SLIP EXTRUDED
ALUMINUM NOSING STRIP, BLACK.
PROVIDE 'SUPERGRIT' SAFETY
TREADS TYPE 231BF BY WOOSTER
PRODUCTS, OR EQUAL.
WWW.WOOSTER-PRODUCTS.COM
1/2" EXPANSION JOINT
FILL WITH BITUMINOUS
JOINT FILLER
NOTES:
1. BROOM FINISH ON EXPOSED CONCRETE SURFACES
NOTES:
1. BROOM FINISH ON EXPOSED CONCRETE SURFACES
NOTES:
1. BROOM FINISH ON EXPOSED CONCRETE SURFACES
NOTES:
1. BROOM FINISH ON EXPOSED CONCRETE SURFACES
OPENING FOR
WATER DRAINAGE
NOTES:
1. PROVIDE OPENING FOR WATER DRAINAGE AT CANOPY POST A8 ONLY.
DRAIN IN DIRECTION OF CONCRETE LANDING SLOPE.
2. ALL HARDWARE FOR CANOPY AND POSTS TO BE STAINLESS STEEL
INCLUDING ALL SHIMS, WASHERS, ANCHORS, AND ACORN NUTS.
SLOPE DN 1/8"
PER FT
NOTES:
1. BROOM FINISH ON EXPOSED CONCRETE SURFACES
3" DEEP NON-SLIP EXTRUDED
ALUMINUM NOSING STRIP, BLACK.
PROVIDE 'SUPERGRIT' SAFETY
TREADS TYPE 231BF BY WOOSTER
PRODUCTS, OR EQUAL.
WWW.WOOSTER-PRODUCTS.COM
HELICAL PILE WOOD CONNECTOR SHALL BE BY TECHNO METAL POST MODEL
UAS-P3 ADJUSTABLE, OR EQUAL. SIZE: 4" L X 4" W
FIELD-WELD U PLATE ADAPTER TO TOP OF POST. ATTACH TO WOOD BEAM WITH
TWO (2) 2.5"x 3/8"Ø GALVANIZED LAG SCREWS ON EACH SIDE.
HELICAL PILE MODEL IS P3-HD. INSTALL PER MANUFACTURER'S SPECIFICATIONS.
12 HELICAL PILE
NTS
CANOPY
POSTS
AE-233
NOTE: CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR HELICAL PILES,
SEALED BY AN ENGINEER LICENSED IN THE STATE OF NEW YORK.
1/2" EXPANSION
JOINT FILL WITH
BITUMINOUS
JOINT FILLER
1/2" EXPANSION
JOINT FILL WITH
BITUMINOUS
JOINT FILLER
SLOPE DN 1/8"
PER FT
AE-233
SIM.
AE-233
AutoCAD SHX Text
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PRIME CONSULTANT
107A
107B
107C
B1
C
C
C2
B
4'-11"
B B
B
B B
4'-11"
5'-0"
2'-6" 2'-6"
AE-321W E
S
AE-321W
N
E
S
A3
3' -1
13 4"2' -8
3 4" 2'
-8 3 4"
2' -8
3 4" 2'
-8 3 4"
5' -0
2' -1
6' -0
A1
A3A1
A2 A2 03 03
03 03
03 03
05 05
A8 A8
A8 A8
A8
A8
A8
A8
B3 B1
E
F
E E E
E1
01 01
A14
A15
A15
05 B
A7
A6
A6
A6
A7
A7
A11
A4 A4
A4
A4
A4 A4
A4
A4
A14A14
N
KIOSK CL
JANITOR
WOMEN
LOBBY
MEN
MECH
MECH.
PORTICO
A13
3' -0
3'
-0
A11
A7
A10
A15
A15
3' -0
A6 A6 A6
AE-331
AE-331
AE
-3
AE
-3
N
S
AE-321
10'-111 2"
A10
A10
A10 A10
A10
06 06
6' -1
1"
4'-0"
5'-01 4"
1' -6
"71 2"
5'-2"
FD
F
E
C1
C4
B1
E
B
1'-9" 2'-11"
1' -9
2'
-3
1'-9" 5'-1"
2' -6
2'
-1 1"
4' -1
3'-0"
A10A10
4' -1
3'-0"
C2
A9
A9
A9
A9
A9
10'-4"
5' -2
E
4'-111 2"
'-5
1 2"
'-1
0"
4'-111 2"
Revisions Date
Drawing Title Project Title
Drawn
Location
Date
4 5 6 7 8 9
1 4 7 9
A B
C D
F
B D
E F
NATIONAL
CEMETERY
ADMINISTRATION
Approved:
Approved:
Building Number Checked
Project No.
DRAWING NO.
Dwg. Of
1 2
2 3 5 6 8
E
A C
© COPYRIGHT 2023, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
May 22, 2023
Final Construction Documents - Issued for Construction
PUBLIC RESTROOMS:
FLOOR PLAN
AE-311
1 FLOOR PLAN
1/2" = 1'-0"
0 1' 2' 4' 8'
03 NEW TOILET: WALL-MOUNTED, SEE PLUMBING DRAWINGS.
04 NEW UTILITY/SERVICE SINK: SEE PLUMBING DRAWINGS.
INSTALL 6" X 6" CERAMIC TILE IN JANITOR CLOSET 105 TO 24"
ABOVE FINISHED FLOOR WITH BULLNOSE TILE AT TOP
COURSE. COLOR: DALTILE COLORWHEEL CLASSIC
ARCHITECTURAL GRAY 0109.
05 NEW SINK: UNDER-MOUNT, SEE PLUMBING DOCUMENTS.
WINDOW TAG: SEE WINDOW SCHEDULE
XXX DOOR TAG: SEE DOOR SCHEDULE AE-802
X
CX
AX
XX EQUIPMENT TAG: SEE EQUIPMENT SCHEDULE
RESTROOM ACCESSORY TAG: SEE RESTROOM ACCESSORY
PARTITION TAG: SEE PARTITION TYPE SCHEDULE AE-804
LEGEND / KEYNOTES
NEW URINAL: WALL-MOUNTED, SEE PLUMBING DRAWINGS.
NEW ELECTRIC WATER COOLER: ADA-COMPLIANT "HI-LO"
TYPE, WALL-MOUNTED, WITH BOTTLE FILL, SEE PLUMBING
DRAWINGS.
06 REPLACE 4x4 COLUMNS AND BASE TRIM ON EACH OF TWO
(2) COLUMNS, SEE DETAIL ELEVATION ON SHEET AE-801. SEE
ALSO NOTE 09 BELOW FOR SIDEWALK COORDINATION.
07 ALIGN FINISH EDGE OF NEW PARTITION FLUSH WITH EDGE
OF ADJACENT EXISTING CONSTRUCTION.
08 SEE NEW GRAVESITE LOCATOR KIOSK DETAIL 3 ON SHEET
AE-312. REFER TO MANUFACTURER SPECS, ELECTRICAL AND
TELECOM DOCUMENTS FOR FURTHER INFORMATION.
KEYPLAN
3B
2X
2Z2Y
2W 3D
2S
2R
2Q
2D
3F
3C
2U
2T
2M
2K
H
J
C
D
N
O
M L
K A
B
G
F
2L
2P2N
2H2J
2E2G
2E2G
R
Q
P
Y Z
2A
X
V
T
US
2C
2B
2VW
3A
NOT TO SCALE
09 INSTALL NEW AT-GRADE CONCRETE SLAB AT FRONT ENTRY.
SEE DETAILS 10 & 11 ON S-203. SEE LANDSCAPE DRAWINGS
FOR ADJOINING SIDEWALK WORK.
FW, IK MS
10 INSTALL NEW CONCRETE EQUIPMENT PADS AT INTERIOR
AND EXTERIOR AS SHOWN. SEE MECHANICAL AND
STRUCTURAL DRAWINGS FOR MORE INFORMATION.
INSTALL 2 CONCRETE SPLASH BLOCKS AT NEW CONDENSATE
DRAINS, SEE MECHANICAL DRAWINGS.
11 MODIFY EXISTING CONCRETE EQUIPMENT PAD, SEE
MECHANICAL DRAWINGS FOR REQUIRED SIZE. GRIND AND
PATCH EXISTING CONCRETE FLOOR SMOOTH AND SEAL.
NOTES
1. SEE SHEET A-001 FOR ALL GENERAL NOTES AND HAZARDOUS
MATERIALS NOTES FOR THIS PROJECT, TYPICAL.
2. ABANDON EXISTING RADIATOR PIPES AND CAP.
ABANDONED PIPE SHALL NOT BE VISIBLE, PATCH FLOOR,
WALL, CEILING AND TRIM HOLES AS REQUIRED. SEE
MECHANICAL DRAWINGS FOR ADDITIONAL INFORMATION.
3. SEE WINDOW SCHEDULE, DOOR SCHEDULE, PARTITION
TYPES, FINISH SCHEDULE, RESTROOM ACCESSORIES
SCHEDULE AND EQUIPMENT SCHEDULE ON SHEETS AE-802,
AE-803, AE-804 AND AE-805.
4. SEE WINDOW DETAIL ON AE-803 FOR WINDOW DETAILS AT
ALL TILE WALLS, TYP. SEE WINDOW DETAIL ON AE-804 FOR
WINDOW DETAILS AT GWB WALLS.
12 INSTALL 2x4 WD. STUD INFILL FRAMING, BATT INSULATION
AND GWB ON INTERIOR, PATCH AND PAINT PREVIOUS
EQUIPMENT OPENING. INSTALL EXTERIOR SHEATHING AND
WATERPROOFING AND INFILL BRICK TO MATCH EXISTING.
13 NEW 4X4 STRUCTURAL COLUMN FOR NEW STEEL CHANNEL
TO SUPPORT CEILING HUNG TOILET PARTITIONS. REFER TO
STRUCTURAL DRAWINGS. SEE DETAIL 6/AE-312.
13 13
14 TILE RETURNS AT INTERIOR HEAD, JAMB AND SILL. SEE
DRAWINGS 3, 4 & 5 ON AE-803 FOR DETAILS.
SIGNAGE SCHEDULE - PUBLIC RESTROOM BUILDING
TAG DESCRIPTION NCA SIGN GUIDE
REFERENCE SIZE BACKGROUND COLOR TEXT COLOR ROOM ID
01 ADA/ABA COMPLIANT MEN'S
RESTROOM SIGN NC-15.01 6" W X 8" H SHIPYARD GRAY WHITE
02 ADA/ABA COMPLIANT WOMEN'S
RESTROOM SIGN NC-15.02 6" W X 8" H SHIPYARD GRAY WHITE
03 ADA/ABA COMPLIANT PRIMARY
ROOM IDENTIFICATION NC-14.01 6" W X 8" H SHIPYARD GRAY WHITE JANITOR'S CLOSET
04 ADA/ABA COMPLIANT PRIMARY
ROOM IDENTIFICATION NC-14.01 6" W X 8" H SHIPYARD GRAY WHITE MECHANICAL ROOM
05 ADA/ABA COMPLIANT PRIMARY
ROOM IDENTIFICATION NC-14.01 6" W X 8" H SHIPYARD GRAY WHITE MECHANICAL ROOM
06 ADA/ABA COMPLIANT PRIMARY
ROOM IDENTIFICATION NC-14.01 6" W X 8" H SHIPYARD GRAY WHITE EQUIPMENT ROOM
NOTE: REFER TO US VETERANS AFFAIRS NATIONAL CEMETERY SIGNS GUIDELINES PUBLISHED 12/2012
06 03
AutoCAD SHX Text
CONSULTANTS
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PRIME CONSULTANT
B B B B
D
D
B
B A
A A
A
A
C
CC
D
D
E E
E
D
B
B
B
B
BB
B
B B B
CH = 8'-0"
CH = 8'-0"
CH = 8'-0"
CH = 8'-0"
CH = 8'-0"
CH = +/- 8'-1"
CH = +/- 8'-1"
JANITOR
WOMEN
MEN
MECH.
MECH.
PORTICO
CH = 7'-6"
LOBBY103
KIOSK CL
EQ
EQ
5'-8"EQ. EQ.
3' -0
3'
-0
EQ
EQ
4'-1 1/4"
2' -8
5' -8
5'
-8
2' -6
/4
5'
-1
/4
5' -1
/4
3'-4 3/4" 2'-0"
5'-0"
2'-6"
3' -3
7'-9 1/2"
6' -6
EQ. EQ.
EQ
EQ
8'-1 1/4"
2' -8
/4
"8' -8
2'-0"
DSDS
DSDS
6"
2" GWB
NEW CEILING JOIST FRAMING
AND R-38 BATT INSULATION
THROUGHOUT
2" GWB
UNDERSIDE OF STRUCTURE
INSTALL NEW 2X6
BRIDGING @ 24" O.C.
3 -1/2" STEEL
FRAMING @ 24" O.C.
8"
8" CERAMIC TILE
AS SCHEDULED
NEW CEILING JOISTS
W/ NEW R-38 BATT
INSULATION IN
ENTIRE ATTIC
3 -1/2"
STEEL FRAMING
2" GWB
CEILING
PARABOLIC LOUVER-
PARACUBE, IV
W/ SUPPORT ANGLES
AT PERIMETER
GWB CONTINUOUS TO
CORNER; THEN FRAME COVE
INSTALL 2X6 BLOCKING BETWEEN
CEILING JOISTS @ 24" O.C.
13 4"±
CEILING HUNG TOILET
PARTITION ASSEMBLY
HUNG FROM STEEL BEAM;
SEE STRUCTURAL DWGS
AND MFR'S DETAILS
COLUMN BEYOND
2X BLOCKING
& BRACING @
24" O.C.
PARTITION
AS SCHEDULED
D
B
C
A
E
6" DIA. LED RECESSED
DOWNLIGHT
LED STRIP LIGHT
4" DIA. LED RECESSED
DOWNLIGHT
WALL MOUNTED
LED SCONCE
2X2 SURFACE MOUNTED
LED FIXTURE
CH = #'-#" CEILING HEIGHT
JANITOR
WOMEN
MEN
MECH.
MECH.
PORTICO
12 X 12 CT 12 X 12 VCT
12 X 12 CT 12 X 12 VCT
12 X 12 VCT
TILE START
POINT
LOBBY103
KIOSK CL
12 X 12 CT
CERAMIC TILE FLOOR
CONTINUES UNDER COUNTER
TOP TO WALL, TYPICAL
CERAMIC TILE FLOOR
CONTINUES UNDER
COUNTER TOP TO
WALL, TYP.
CERAMIC TILE FLOOR
CONTINUES UNDER ALL
CHANGING STATIONS,
URINALS & TOILETS TO
WALLS, TYPICAL
TILE START POINT TILE START POINT
EXISTING FLOOR
DRAIN TO REMAIN
8' -8
2'-0"
ROUGH
OPENING
45- 12" H 27- 12" W
MOUNTING- (6) #12
WOOD SCREWS (SIDES
& BOTTOM)
WALL AS SCHEDULED; FRAME
ALL 4 SIDES. ADD EXTRA
SUPPORT FRAMING IF REQ'D
(1) 110V GFCI AND RJ-45 JACK
(CAT 6e) WITHIN 4' OF ROUGH
OPENING
BOTTOM OF ROUGH
OPENING 25-1/2"
ABOVE FLOOR LEVEL
3" BORDER AROUND ROUGH
OPENING MUST BE FLAT TO
ALLOW FOR KIOSK SURROUND
BEZEL
2'-1" ±
Revisions Date
Drawing Title Project Title
Drawn
Location
Date
4 5 6 7 8 9
1 4 7 9
A B
C D
F
B D
E F
NATIONAL
CEMETERY
ADMINISTRATION
Approved:
Approved:
Building Number Checked
Project No.
DRAWING NO.
Dwg. Of
1 2
2 3 5 6 8
E
A C
© COPYRIGHT 2023, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
May 22, 2023
Final Construction Documents - Issued for Construction
PUBLIC RESTROOMS:
CEILING, ROOF &
FINISH PLANS
AE-312
0 2' 4' 8' 16'
1 REFLECTED CEILING PLAN
1/4" = 1'-0"4 ROOF PLAN
1/4" = 1'-0"
LEGEND / KEYNOTES
NEW 1/2" GWB CEILING ATTACHED TO UNDERSIDE OF NEW
CEILING JOISTS. PAINT PER FINISH SCHEDULE, SHEET AE-805.
INSULATE ENTIRE ATTIC WITH NEW R-38 BATT INSULATION.
04 FOR GRAVESITE LOCATOR KIOSK, OBTAIN CURRENT SPECS
AND INSTALLATION MANUAL FROM NCA, COORDINATE
WITH COR. SEE ELECTRICAL DOCUMENTS FOR MORE
INFORMATION. LOCATE IN KIOSK CLOSET 103, SEE SHEET
AE-311.
SLOPE
DN
SLOPE
DN
SLOPE
DN
SLOPE
DN
SLOPE
DN
SLOPE
DN
01 01
01 01
NEW GWB SOFFIT, SEE DETAIL 5, THIS SHEET, PAINT PER
FINISH SCHEDULE, SHEET AE-805.
5 SOFFIT DETAIL
1" = 1'-0"
6 COVE LIGHT & CEILING BEAM DETAIL
1" = 1'-0" 2 FINISH PLAN
1/4" = 1'-0"
SLOPE
DN
3 GRAVESITE LOCATOR DETAIL
1" = 1'-0"
03 FRAME AND INSTALL NEW ATTIC ACCESS PANEL, MINIMUM
CLEAR OPENING SIZE SHALL BE 30" x 30". COORDINATE
WITH MECHANICAL DRAWINGS FOR LOCATION. FRAME
OPENING WITH HEADERS AND APPROVED JOIST HANGERS.
SEE DETAIL 3/AE-212.
05 LIGHTNING PROTECTION SYSTEM: NEW, SEE ELECTRICAL
DOCUMENTS FOR DETAILS.
06 PROVIDE CERAMIC TILE TRANSITION THRESHOLD AT DOOR
AND CHANGE OF FLOOR MATERIAL, TYPICAL. DO NOT
EXCEED 1/4" VERTICAL.
KEYPLAN
3B
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AE-312
AE-312
07 INSTALL ALL NEW GUTTERS AND DOWNSPOUTS, SEE
ELEVATIONS ON SHEET AE-331.
08 INSTALL NEW ROOF CURB AND EXHAUST FAN, SEE ROOF
CURB DETAIL ON SHEET AE-800. SEE MECHANICAL
DRAWINGS AND SPECIFICATIONS.
09 INSTALL ALL NEW ASPHALT SHINGLE ROOFING AND
UNDERLAYMENT PER SPECIFICATIONS AND DETAILS ON
SHEET AE-801. SEE ELEVATIONS ON SHEET AE-331, INSTALL
NEW CAMERA BRACKET AND MAST-POLE. COORDINATE
RELOCATION AND RE-INSTALLATION OF TWO (2) EXISTING
CAMERAS WITH COR.
AE-312
BASIS OF DESIGN IS 'BEST ACCESS DOORS' SKU: BA-PFI FIRE
RATED INSULATED ACCESS DOOR, OR APPROVED EQUAL.
10 REPAIR AND INFILL ROOF WHERE CHIMNEY WAS REMOVED.
SEE DETAIL 9 ON SHEET AE-801.
DS DOWNSPOUT
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PRIME CONSULTANT
2' -8
3'
-0
7"-9"
1' -5
1'
-2
4' -7
01 01 01 01 01
A5
A4 A9
A1
A3 A10
A8
3' -4
3'
-1 0"
2' -3
A10 A10 A10 A10
3 X 6 SUBWAY TILES3 X 6 SUBWAY TILES3 X 6 SUBWAY TILES
A15
39"-41"
2' -1
0"
A7.1 A7.1
A11
AE-801
05 05
A6.1
A6.1A6.1A6.1
03 03
TILE START POINT
TILE START POINT
TILE START POINT
ACCENT TILES, SEE FINISH SCHEDULE
ACCENT TILES, SEE FINISH SCHEDULE
WINDOW
PRIVACY
FILM AS
SCHEDULED, F-1
1"
WINDOW PRIVACY
FILM AS SCHEDULED, F-1
A4
A15
1' -7
A6.1
A5
03 03 03
2' -0
2' -3
A11 A14
A14 A14 A14
A4
A1
A3
A15
3' -0
1"
3 X 6 SUBWAY TILES 3 X 6 SUBWAY TILES 3 X 6 SUBWAY TILES
1' -5
7"-9"
A7
A8 A8
NOT ALL RESTROOM
ACCESSORIES ARE SHOWN
HERE, SEE FLOOR PLANS
FOR MORE INFORMATION, TYPICAL
A7.1
AE-801
2' -0
A6.1
A6.1A6.1
TILE START POINT TILE START POINT TILE START POINT
02 02
3"
6' -0
6"
TY
PI
CA
L
AC
CE
N T
TI
LE
D
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S
ACCENT TILES, SEE
FINISH SCHEDULE
39" - 41"
WINDOW PRIVACY
FILM AS
SCHEDULED, F-1
01 01 01
2' -1
0"
A11
1' -5
A4
A9
A15
12 X 24 WALL TILES 3 X 6 SUBWAY TILES12 X 24 WALL TILES
A10 A10 A10
FOR SCHLUTER TILE
END CONDITION DETAILS
AT TYPICAL WINDOW HEAD, JAMB
AND SILL SEE SHEETS AE-803 & 804
A8
TOILET NOT SHOWN HERE FOR
CLARITY - SHOWING MOUNTING
OF RESTROOM ACCESSORIES
3' -3
AE-312
TILE START POINT TILE START POINT TILE START POINT
Revisions Date
Drawing Title Project Title
Drawn
Location
Date
4 5 6 7 8 9
1 4 7 9
A B
C D
F
B D
E F
NATIONAL
CEMETERY
ADMINISTRATION
Approved:
Approved:
Building Number Checked
Project No.
DRAWING NO.
Dwg. Of
1 2
2 3 5 6 8
E
A C
© COPYRIGHT 2023, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
May 22, 2023
Final Construction Documents - Issued for Construction
PUBLIC RESTROOMS:
INTERIOR ELEVATIONS
AE-321
1 WOMEN'S RESTROOM- INTERIOR ELEVATIONS
1/2" = 1'-0"
LEGEND / KEYNOTES
EAST SOUTH WEST
2 MEN'S RESTROOM- INTERIOR ELEVATIONS
1/2" = 1'-0"
NORTH EAST SOUTH
3 MEN'S RESTROOM- INTERIOR ELEVATION
1/2" = 1'-0"
NEW TOILET:
WALL-MOUNTED, SEE PLUMBING DOCUMENTS.
AX
XX EQUIPMENT TAG: SEE EQUIPMENT SCHEDULE - SHEET AE-805
RESTROOM ACCESSORY TAG: SEE RESTROOM ACCESSORIES
SCHEDULE ON SHEET AE-805
NEW URINAL:
WALL-MOUNTED, SEE PLUMBING DOCUMENTS.
NEW SINK : UNDER MOUNTED, SEE PLUMBING DOCUMENTS.
04 INSTALL NEW ELECTRIC WATER COOLER : ADA-COMPLIANT
"HI-LO" TYPE WITH BUBBLER AND BOTTLE FILLER, WALL
MOUNTED, SEE PLUMBING DOCUMENTS. COORDINATE
MOUNTING OF REMOTE CHILLER WITH OTHER TRADES.
WESTNORTH
4 WOMEN'S RESTROOM- INT. ELEV.
1/2" = 1'-0"6 LOBBY- INTERIOR ELEVATION
1/2" = 1'-0"
NORTHSOUTH
5 LOBBY- INTERIOR ELEVATION
1/2" = 1'-0"
FW MS, JP
05 INSTALL NEW CEILING-HUNG TOILET PARTITIONS AND
WALL-MOUNTED URINAL SCREENS AS SCHEDULED ON SHEET
AE-805. SEE DETAIL 6 / AE-312, STRUCTURAL DRAWINGS
AND MANUFACTURER'S SHOP DRAWINGS FOR STEEL BEAM
AND WOOD COLUMN SUPPORT DETAILS. INSTALL PER
MANUFACTURER'S STANDARD ELEVATIONS, DETAILS AND
INSTRUCTIONS. INSTALL ALL REQUIRED BLOCKING IN
PARTITIONS, BRACKETS, BOLTS, CROSS-BRACES, PULLS,
STRIKES, HINGES, BUMPERS AND RELATED HARDWARE. SEE
SPECIFICATION SECTION 10 21 13 - TOILET COMPARTMENTS.
SUBMIT MATERIAL SAMPLES TO COR FOR COLOR SELECTION
AND APPROVAL.
06 INSTALL SOLID SURFACE COUNTERTOPS AND PLASTIC
LAMINATE KNEE PANELS AS SHOWN. SEE DETAIL 7 / AE-801
AND FINISH SCHEDULE ON SHEET AE-805.
07 INSTALL SOAP DISPENSER SYSTEM WITH COUNTERTOP
MOUNTED SOAP PUMP SPOUTS AS SHOWN. INSTALL PER
MANUFACTURER'S INSTALLATION INSTRUCTIONS, SEE
RESTROOM ACCESSORY SCHEDULE ON SHEET AE-805.
SYSTEM SHALL MOUNT UNDER COUNTERTOP AND BE
SUPPORTED BY 3/16" STEEL STOCK ANGLE BRACKETS
ANCHORED INTO SOLID WOOD BLOCKING AT PARTITION OR
P.LAM END PANEL CONDITION WITH NO EXPOSED FASTENERS.
NOTES
1. SEE AE-906 AND AE-805 FOR INTERIOR FINISHES INFORMATION
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- 8
'-1
- 3
'-9 1 4"
Revisions Date
Drawing Title Project Title
Drawn
Location
Date
4 5 6 7 8 9
1 4 7 9
A B
C D
F
B D
E F
NATIONAL
CEMETERY
ADMINISTRATION
Approved:
Approved:
Building Number Checked
Project No.
DRAWING NO.
Dwg. Of
1 2
2 3 5 6 8
E
A C
© COPYRIGHT 2023, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
May 22, 2023
Final Construction Documents - Issued for Construction
PUBLIC RESTROOMS:
EXTERIOR ELEVATIONS
AE-331
1 SOUTH ELEVATION
1/4" = 1'-0"
PREP AND PAINT ALL STEEL LINTELS, INSTALL NEW
WINDOWS, BLOCKING, FLASHING AND TRIM. SEE SCHEDULE
AND DETAILS ON SHEETS AE-804 AND AE-803.
INSTALL NEW DOORS, FRAMES & HARDWARE, SEE SHEETS
AE-802 AND AE-803 FOR SCHEDULE AND DETAILS.
INSTALL NEW ROOFING PER SPECIFICATIONS AND DETAILS
ON SHEET AE-801. REMOVE AND REPLACE UP TO 288 S.F.
OF PLYWOOD ROOF SHEATHING WHERE EXISTING PANELS
ARE SOFT OR DAMAGED.
INSTALL NEW 5" K-STYLE ALUMINUM GUTTERS AND 3X4
DOWNSPOUTS. POWDER COATED FINISH, COLOR: SHERWIN
WILLIAMS ANODIZED MEDIUM BRONZE EVDF
ARCHITECTURAL METAL COATINGS, OR EQUAL. PROVIDE
CONCEALED STAINLESS STEEL FASTENERS THROUGHOUT.
4 EAST ELEVATION
1/4"=1'-0"
3 NORTH ELEVATION
1/4" = 1'-0"
2 WEST ELEVATION
1/4" = 1'-0"
KEYNOTES
04 05 04
INSTALL NEW 4x4 P.T. WOOD COLUMNS, 1x TRIM AND 1x6
BASE TRIM. MATCH EXISTING DIMENSIONS, PAINT COLOR:
P-11, SEE AE-805 FINISH SCHEDULE. SEE DETAIL 8, SHEET
AE-801.
SCRAPE, CLEAN AND PAINT EXISTING VENTS, RAKE BOARDS,
FASCIA BOARDS AND TRIM. COLOR: P-11, SEE FINISH
SCHEDULE AE-805.
07 AT PREVIOUS CHIMNEY OPENING: INSTALL NEW ROOF
FRAMING, PLYWOOD SHEATHING AND ROOFING.
FW MS, JP
INSTALL NEW CONCRETE MECHANICAL EQUIPMENT PADS
PER MECHANICAL DRAWINGS AND SPECIFICATIONS.
REPLACE ANY BRICK DAMAGED DURING CUTTING FOR
MECHANICAL EQUIPMENT DRAINS AND PIPES. CAULK
SOFFIT AND BRICK WHERE DRAINS AND PIPES PENETRATE
FACADE. INSTALL 2 SPLASH BLOCKS AS SHOWN.
0 2' 4' 8' 16'
SEE MECHANICAL DRAWINGS FOR EXHAUST FLUE TYPE AND
INSTALLATION. INSTALL THRU-WALL METAL SLEEVE PER
SPECIFICATIONS, SEAL BOTH SIDES OF WALL. INSTALL
BACKER ROD AND SEALANT AT BRICK. REPAIR, PREP AND
PAINT EXISTING TRIM.
INSTALL EXHAUST FAN PER MECHANICAL DRAWINGS AND
SPECIFICATIONS. SEE ROOF CURB AND FLASHING DETAIL ON
SHEET A-800.
DISCONNECT EXISTING CAMERA MAST-POLE AND SUPPORT
STRAPS AND RELOCATE AS DIRECTED BY COR DURING ROOF
REPAIR WORK. CAMERAS TO REMAIN IN OPERATION AT ALL
TIMES DURING CONSTRUCTION. INSTALL CAMERAS ON NEW
ROOF BRACKET AND MAST POLE, BASIS OF DESIGN IS BAIRD
MOUNTING SYSTEMS MODEL # SSRM-190X5 OR
EQUIVALENT. COORDINATE WITH COR. MAINTAIN 5 FEET
MINIMUM DISTANCE FROM MAST POLE TO EXHAUST FAN.
MAXIMUM OFFSET FROM EXISTING MAST POLE LOCATION IS
10 FEET. EXTEND CAMERA CABLES AS REQUIRED.
INSTALL PER MANUFACTURER'S INSTALLATION
INSTRUCTIONS AND DETAILS.
INSTALL OUTSIDE AIR LOUVER PER MECHANICAL DRAWINGS
AND SPECIFICATIONS. REMOVE PORTION OF EXISTING
WALL, BRICK, FASCIA AND TRIM BOARDS, PATCH AND PAINT
TO MATCH EXISTING. INSULATE CAVITY AND INSTALL
BACKER ROD AND SEALANT, PATCH AND PAINT EXISTING
INTERIOR WALL.
13 INSTALL NEW AT-GRADE CONCRETE SLAB AT FRONT PORCH.
SEE DETAILS 10 & 11 ON SHEET S-203.
AT PREVIOUS EQUIPMENT OPENING: INFILL WALL CAVITY
WITH WOOD STUD FRAMING, BATT INSULATION, GWB,
EXTERIOR SHEATHING, WATERPROOFING BARRIER AND
BRICK INFILL TO MATCH EXISTING CONSTRUCTION.
TYPICAL CONSTRUCTION NOTES
1. SEE SHEET A-001 FOR ALL GENERAL NOTES FOR THIS PROJECT,
TYPICAL.
2. PAINT ALL EXTERIOR DOORS, DOOR / WINDOW FRAMES,
WOOD TRIMS, WOOD POSTS AND EXPOSED STEEL LINTELS.
COLOR: P-11, SEE FINISH SCHEDULE AE-805.
PAINT PORTICO CEILING P-11.15
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101A
BAY 2
STORAGE
PARTS
HALLWAY
FERTILIZER
OFFICE
BAY 3
BAY 4
BAY 1
108A
BAY 5
101A
101B
103B 103A
105 107A
107C
108A 108B107B
EXISTING. N.I.C.
01C
A1
A1
09 11
091010
09 10
1212 12
10 10 10
C
CCCC
F
1'-6" 4' -0
1'-0"
4' -0
1' -0
4'-0"
AE-431W
N
E
S
AE-431
N
E
S
AE-431
N
W
E04
E05
E06
E04E03E02
E01 E01 E01
07 07
A1
D
4'-1"
2' -2
3' -1
3'-8"
E07
E03
E03
E07 E07 E07
E03
E06
E06
LEGEND
Revisions Date
Drawing Title Project Title
Drawn
Location
Date
4 5 6 7 8 9
1 4 7 9
A B
C D
F
B D
E F
NATIONAL
CEMETERY
ADMINISTRATION
Approved:
Approved:
Building Number Checked
Project No.
DRAWING NO.
Dwg. Of
1 2
2 3 5 6 8
E
A C
© COPYRIGHT 2023, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
May 22, 2023
Final Construction Documents - Issued for Construction
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MAINTENANCE BUILDING:
FLOOR PLAN
AE-411
1 FLOOR PLAN
1/4" = 1'-0"
0 2' 4' 8' 16'
1. SEE SHEET A-001 FOR ALL GENERAL NOTES AND HAZMAT
NOTES FOR THIS PROJECT, TYPICAL.
2. SEE FINISH SCHEDULE ON SHEET AE-805 FOR ALL WALL,
CEILING AND FLOOR FINISHES.
3. SEE EQUIPMENT SCHEDULE ON SHEET AE-805.
4. SEE SHEETS AE-802 THRU AE-804 FOR WINDOW AND DOOR
SCHEDULES AND PARTITION TYPES. SEE WINDOW DETAIL
ON AE-804 FOR WINDOW DETAILS AT NEW WINDOWS.
INSTALL NEW CONCRETE SLAB INFILL: CUT ANCHOR BOLTS
FROM REMOVED LIFT BELOW TOP OF SLAB; FILL HOLES,
REPAIR AND LEVEL FLOOR.
WINDOW TAG: SEE WINDOW SCHEDULE - SHEET AE-804
XXX DOOR TAG: SEE DOOR SCHEDULE - SHEET AE-802
X
CX
XX EQUIPMENT TAG: SEE EQUIPMENT SCHEDULE - SHEET AE-805
PARTITION TAG: SEE PARTITION SCHEDULE - SHEET AE-804
02 BLOCKING: INSTALL 2x4 FRT WOOD CENTERED @ 48" A.F.F., 72" A.F.F. & 96" A.F.F. IN NON-MASONRY WALLS. REMOVE, REPLACE, PATCH & PAINT EXISTING GYP. BD. AS REQUIRED.
03 BLOCKING: INSTALL 2x4 FRT WOOD CENTERED @ 48" A.F.F., 72" A.F.F. & 96" A.F.F. BOLTED TO MASONRY WALLS.
04 REINSTALLED GOVERNMENT FF&E: ALL EXISTING FF&E SHALL
BE TEMPORARILY STORED IN PROTECTED LOCKED
INTERMODAL CONTAINER(S) ON-SITE AND RE-INSTALLED
AFTER CONSTRUCTION IS COMPLETE. THIS INCLUDES ALL 'E#'
EQUIPMENT, PRESSES, TOOL BOXES, RACKS, WORK BENCHES
AND OTHER SHOP FF&E. PROTECT EXISTING VEHICLE SERVICE
LIFT AND HOSE REELS IN-PLACE WITH POLYSHEETING.
05 INFILL WALL LOCATION OF REMOVED AIR CONDITIONING
UNIT WITH CMU BLOCK MASONRY AND BRICK TOOTHED-IN
TO MATCH EXISTING CONDITIONS. PAINT NEW CMU BLOCK
WITH MASONRY SEALING DRYLOK WATERPROOFER BEFORE
APPLYING FINAL PAINT FINISH.
06 EXISTING EMERGENCY EYEWASH STATION TO REMAIN.
PROTECT FROM DAMAGE DURING WORK.
07 NEW MECHANICAL EQUIPMENT, SEE MECHANICAL
DOCUMENTS. INSTALL CONCRETE EQUIPMENT PAD.
08 INSTALL NEW FRAMING AND GWB TO RECEIVE NEW DOOR
AND FRAME AT NEW LOCATION. SEE DOOR SCHEDULE ON
SHEET AE-802.
FW MS
AREA OF WORK
/ KEYNOTES
09 INSTALL NEW BACKER RODS AND SEALANT IN THREE (3)
VERTICAL CONTROL JOINTS IN EXISTING MASONRY WALL.
TOTAL: 36 LINEAR FEET. ROUT, REPAIR AND REPOINT 3
LINEAR FEET OF MORTAR JOINTS AT CMU BLOCK.
NOTES
10 INSTALL NEW BACKER ROD AND SEALANT IN ONE (1)
VERTICAL CONTROL JOINT IN EXTERIOR BRICK WALL.
AE-423
AE-423
AE-423
AE-423
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101A
BAY 2
STORAGE
PARTS
HALLWAY
FERTILIZER
OFFICE
BAY 3
BAY 4
BAY 1
108A
BAY 5
EXISTING. N.I.C.
02 02 02
03 TYPICAL
THIS ROOM03 TYPICAL
THIS ROOM
03 TYPICAL
THIS ROOM
03 TYPICAL
THIS ROOM
03 TYPICAL
THIS ROOM
05 05 05
08 08
LEGEND
Revisions Date
Drawing Title Project Title
Drawn
Location
Date
4 5 6 7 8 9
1 4 7 9
A B
C D
F
B D
E F
NATIONAL
CEMETERY
ADMINISTRATION
Approved:
Approved:
Building Number Checked
Project No.
DRAWING NO.
Dwg. Of
1 2
2 3 5 6 8
E
A C
© COPYRIGHT 2023, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
May 22, 2023
Final Construction Documents - Issued for Construction
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MAINTENANCE BUILDING:
REFLECTED CEILING PLAN
AE-421
1 REFLECTED CEILING PLAN
1/4" = 1'-0"
0 2' 4' 8' 16'
NEW LIGHT FIXTURE OR RE-LAMPING OF EXISTING FIXTURE:
SEE ELECTRICAL DOCUMENTS.03
NEW OVERHEAD COILING GARAGE DOOR AND HOUSING.
COLOR: WHITE.
01 EXISTING ATTIC ACCESS OPENING TO REMAIN. INSTALL NEW
ACCESS DOOR AND TRIM. PAINT TO MATCH CEILING.
04 EXISTING AND NEW MECHANICAL EQUIPMENT, PROTECT
FROM DAMAGE. SEE MECHANICAL DOCUMENTS.
05 NEW MECHANICAL EQUIPMENT, SEE MECHANICAL
DOCUMENTS.
06 REMOVED EXISTING OVERHEAD SHELVING: SEE
DEMOLITION FLOOR PLAN. PATCH AND PAINT TO MATCH
WHERE ADJACENT WALLS WERE DAMAGED.
07 EXISTING VEHICLE LIFT TO REMAIN, PROTECT FROM
DAMAGE.
08 EMERGENCY LIGHTING EQUIPMENT AND EXIT SIGNAGE: SEE
ELECTRICAL DOCUMENTS. (NOT ALL DEVICES SHOWN HERE)
1501 FW MS
09 INSTALL NEW 5/8" FRT PLYWOOD CEILING PANELS IN ENTIRE
ROOM. REPLACE ALL INSULATION. PATCH AND PAINT
CEILINGS IN ALL OTHER ROOMS. FOR PAINT COLOR SEE
FINISH SCHEDULE ON SHEET AE-805.
/ KEYNOTES
AREA OF WORK
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05 05 05 05
EXISTING. N.I.C.
(TYPICAL)(TYPICAL)
(TYPICAL)
(TYPICAL)
(TYPICAL)
(TYPICAL)
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(TYPICAL)
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LEGEND
Revisions Date
Drawing Title Project Title
Drawn
Location
Date
4 5 6 7 8 9
1 4 7 9
A B
C D
F
B D
E F
NATIONAL
CEMETERY
ADMINISTRATION
Approved:
Approved:
Building Number Checked
Project No.
DRAWING NO.
Dwg. Of
1 2
2 3 5 6 8
E
A C
© COPYRIGHT 2023, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
May 22, 2023
Final Construction Documents - Issued for Construction
NOT TO SCALE
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NOT TO SCALE
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MAINTENANCE BUILDING:
ROOF PLAN
AE-422
1 ROOF PLAN
1/4" = 1'-0"
0 2' 4' 8' 12'
INSTALL NEW GUTTERS, DOWNSPOUTS AND SPLASH BLOCKS.
IF EXISTING RECEPTOR DRAIN OCCURS AT GRADE: TIE
DOWNSPOUT INTO RECEPTOR. INSTALL PVC ADAPTER,
ANCHOR TO WALL AT BASE, OR FLEX ADAPTER WITH BAND
CLAMPS. CONNECTION SHALL BE WATER-TIGHT. SNAKE
AND FLUSH STORM PIPE RECEPTOR DRAINS.
INSTALL NEW ASPHALT SHINGLES AND ROOFING
UNDERLAYMENT PER SPECIFICATIONS. REPLACE RAKE
BOARDS, TRIM, SOFFITS AND ROOF STEP FLASHING AS
SHOWN AND NOTED ON ELEVATIONS, SHEET AE-423 AND
DETAILS ON SHEET AE-801.
EXISTING EXHAUST FAN TO REMAIN.03
INSTALL NEW ROOF CURBS AND EXHAUST FANS PER DETAIL 1
ON SHEET AE-800. COORDINATE WITH MECHANICAL
DOCUMENTS.
05 LIGHTNING PROTECTION SYSTEM: EXISTING, SEE
ELECTRICAL DOCUMENT E-003 FOR DETAILS AND SYSTEM
REQUIREMENTS.
/ KEYNOTES
3001 FW MS
AE-801
AE-801
(TYPICAL)
AE-801
AE-801
AE-800
1. SEE SHEET A-001 FOR ALL GENERAL NOTES AND HAZMAT
NOTES FOR THIS PROJECT, TYPICAL.
NOTES
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Revisions Date
Drawing Title Project Title
Drawn
Location
Date
4 5 6 7 8 9
1 4 7 9
A B
C D
F
B D
E F
NATIONAL
CEMETERY
ADMINISTRATION
Approved:
Approved:
Building Number Checked
Project No.
DRAWING NO.
Dwg. Of
1 2
2 3 5 6 8
E
A C
© COPYRIGHT 2023, Walker Federal Services, LLC
Walker Federal Services, LLC 7820B-162 Wormans Mill Road Frederick, Maryland 21701
WFS
FACILITY RENOVATION
LONG ISLAND NATIONAL CEMETERY
815CM3041
May 22, 2023
Fi…
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